b)
X Value= 40
Confidence Level= 95%
Sample Size , n= 27
Degrees of Freedom,df=n-2 = 25
critical t Value=tα/2 = 2.060 [excel
function: =t.inv.2t(α/2,df) ]
standard error, S(ŷ)= 0.179
margin of error,E=t*Std error=t* S(ŷ) =
2.0595 * 0.1789 =
0.3684
Confidence Lower Limit=Ŷ +E = 7.555
- 0.3684 = 7.187
Confidence Upper Limit=Ŷ +E = 7.555
+ 0.3684 = 7.923
c)
X̅ = 45.11
Σ(x-x̅)² =Sxx 4582.9
Standard Error of the Estimate,Se= 0.87
standard error, S(ŷ)=Se*√(1+1/n+(X-X̅)²/Sxx) =
0.8835
margin of error,E=t*std error=t*S(ŷ)=
2.0595 * 0.88 =
1.8196
Prediction Interval Lower Limit=Ŷ -E =
7.555 - 1.8196 =
5.735
Prediction Interval Upper Limit=Ŷ +E =
7.555 + 1.8196 =
9.375
d)
the simultaneous confidence interval is at least 100(1-2α) = 100(1-2*0.05) = 90%
I NEED A SOLUTION ASAP PLEASE My Notes Ask Your Teacher Values of modulus of elasticity (MOE, the ratio of stress, .e., force per unit area, to strain, .e., deformation per unit length, in GPa) and fl...
Values of modulus of elasticity (MOE, the ratio of stress, i.e., force per unit area, to strain, i.e., deformation per unit length, in GPa) and flexural strength (a measure of the ability to resist failure in bending, in MPa) were determined for a sample of concrete beams of a certain type, resulting in the following data MOE 29.7 33.0 33.8 35.4 35.4 36.1 36.2 36.3 37.5 37.8 38.5 39.0 39.5 40.8 Strength 5.8 7.37.1 6.4 81 6.6 6.87.86.7 6.5 7.0...
Values of modulus of elasticity (MOE, the ratlo of stress, l.e., force per unit area, to straln, .e., deformation per unit length, in GPa) and flexural strength (a measure of the abllity to resist fallure in bending, In MPa) were determined for a sample of concrete beams of a certain type, resulting in the following data MOF 29.9 33.4 33.6 35.3 35.5 36.2 36.4 36.5 37.5 37.7 38.6 38.9 39.4 41.1 Strength 5.7 7.1 7.1 6.5 8.3 6.8 6.8 7.6...
Values of modulus of elasticity (MOE, the ratio of stress, i.e., force per unit area, to strain, i.e., deformation per unit length, in GPa) and flexural strength (a measure of the ability to resist failure in bending, in MPa) were determined for a sample of concrete beams of a certain type, resulting in the following data (read from a graph in the article "Effects of Aggregates and Microfillers on the Flexural Properties of Concrete"†). Concrete"T). MOE 29.8 33.2 33.7 35.3...
3. [-16.5 Points] DETAILS DEVORESTAT9 12.E.015. MY NOTES ASK YOUR TEACHER PRACTICE ANOTHER Values of modulus of elasticity (MOE, the ratio of stress, i.e., force per unit area, to strain, i.e., deformation per unit length, in GPa) and flexural strength (a measure of the ability to resist failure in bending, in MPa) were determined for a sample of concrete beams of a certain type, resulting in the following data (read from a graph in the article "Effects of Aggregates and...